Hello,
I am using the engineers theory of bending M/I = E/R =o/y
I have M = bending moment 11.408 Nm
I = unknown
E= 6828*10^10 pascals
R=unknown
o=in materials database
y=perpendicular distance of a point in the beam from its neutral axis, the beam is .124m long with a vertical load from the...
My name is John I am studying an undergraduate degree, which has some engineering too it and well physics isn't my strong suit so yeah, bit of a challenge.